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MISCELLANEOUS

Pile Group Analysis

  • Input any pile layout scheme!
  • Calculates distribution of vertical concentrated load and moment at each pile.
  • Input different axial stiffness of individual piles.
  • Calculates center of gravity of the pile group.
  • Input moment of inertia of the pile group about both horizontal axes. 
  • Calculates eccentricity of load and moment from center of gravity of the pile group.
Click to enlarge view!

ASCE 7-95 Wind Load Generator

Handles main wind-force resisting systems including the wind loading for main wind-force resisting system, components and cladding of buildings and other structures.

  • Low-rise buildings.
  • Buildings of all heights.
  • Calculates wind loading at every floor level for multi-story buildings and wind pressure combination for full and partial loading of building with mean roof height h greater than 60 ft.
  • Open buildings and other structures.
  • Chimneys, Tanks and Similar Structures.
  • Solid Signs and Open Signs.
  • Lattice Frameworks.
  • Trussed Towers.
  • Calculates Topographic Factor Kzt for building at ridge, escarpmen and axisymmetrical hill.
  • Calculates Internal Pressure Coefficients for Buildings.

 

Click to enlarge view!

Considers Building Components and Cladding

  • Considers wall components and cladding for enclosed or partially enclosed buildings based on effective wind area and location
  • Considers roof components and cladding for enclosed or partially enclosed buildings with the following roof types based on effective area and location:
    • Gabled roof
    • Hipped roof
    • Stepped roof
    • Multispan gabled roof
    • Monoslope roof
    • Sawtooth roof with two or more spans

Considers Flexible Buildings and Other Structures (f < 1 Hz)

  • Calculates the Gust Effect Factor based on building dimensions, basic wind speed at reference height, type of exposure, building natural frequency and damping ratio.